Structural Isolation and Mitigation Technology under Multi-Dimensional Earthquake Excitations

Article Preview

Abstract:

Researches on structural isolation and mitigation under multi-dimensional earthquake excitations are overviewed in terms of the analysis methods, devices and developing trend. The analysis methods for dynamic responses of building structures, long-span reticulated structures and bridges under multi-dimensional earthquake excitations, are systemically introduced. Several types of multi-dimensional earthquake isolation and mitigation devices are presented, and experimental results of a new type of device are discussed, it shows that the new device has good ability of multi-dimensional earthquake isolation and mitigation. Finally, suggestions for further study in this area are presented.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

2337-2340

Citation:

Online since:

August 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Ministry of Construction of P.R. China, Code for seismic design of buildings: GB 50011-2010, China Construction Industry Press (2010).

Google Scholar

[2] R. Martin, P.E. Button, J. Colman Cronin, and Ronald L. Mayes. Effect of Vertical Motions on Seismic Response of Highway Bridges. Journal of Structural Engineering, 128(12): 1551-1564 (2002).

DOI: 10.1061/(asce)0733-9445(2002)128:12(1551)

Google Scholar

[3] A. López Oscar, Anil K. Chopra, and J. Hernández Julio. Adapting the CQC3 Rule for Three Seismic Components with Different Spectra. The Journal of Structural Engineering, 130(3): 403-410 (2004).

DOI: 10.1061/(asce)0733-9445(2004)130:3(403)

Google Scholar

[4] D.S. Wang, H.N. Li and G.X. Wang. Research on inelastic response spectra for bi-directional ground motions. Journal of Dalian University of Technology, 45(2): 248-254(2005) (in Chinese).

Google Scholar

[5] X.M. Liu, J.H. Ye and A.Q. Li. Research of Multi-Support Response Spectrum Method. China Civil Engineering Journal, 38(3): 17-22 (2005) (in Chinese).

Google Scholar

[6] J. Lu. The Elasto-Plastic Time-History Analysis of Steel Frame Subjected to Three Dimensional Earthquakes. Journal of South China University of Technology (Natural Science Edition), 30(10): 88-93(2002) (in Chinese).

Google Scholar

[7] Z.Y. Yang, and R.Q. He. Inelastic static-dynamic analysis method of high-rise steel structures under earthquake action. Journal of Building Structures, 24(3): 25-32(2003) (in Chinese).

Google Scholar

[8] S.D. Xue, Z. Cao, X.S. Wang and M.H. Li. Random Analysis Method for Lattice Shells under Multiple earthquake excitations. Spatial Structures, 8(1): 44-51(2002) (in Chinese).

Google Scholar

[9] J.H. Lin, Y.H. Zhang, Q. S. Li, F. W. Williams. Seismic spatial effects for long-span bridges, using the pseudo excitation method. Engineering Structures, 26: 1207-1216 (2004).

DOI: 10.1016/j.engstruct.2004.03.019

Google Scholar

[10] Q.S. Li, Y.H. Zhang, J. R. Wu, J. H. Lin. Seismic random vibration analysis of tall buildings. Engineering Structures, 26: 1767-1778 (2004).

DOI: 10.1016/j.engstruct.2004.06.013

Google Scholar

[11] J. Suhara, T. Tamura, Y. Okada and K. Umeki. Development of three dimensional seismic isolation devices with laminated rubber bearing and rolling seal type air spring [C]. In Proceedings of ASME 2002 Pressure Vessels and Piping Conference, Vancouver, Canada, August 5-9, vol. 2: 43-48 (2002).

DOI: 10.1115/pvp2002-1430

Google Scholar

[12] T. Shimada, J. Suhara, and K. Inoue. Three dimensional seismic isolation system for next-generation nuclear power plant with rolling seal type air spring and hydraulic rocking suppression system [C]. In Proceedings of the ASME 2005 Pressure Vessels and Piping Conference, Denver, CO, July 17-21, vol. 8: 183-190 (2005).

DOI: 10.1115/pvp2005-71376

Google Scholar

[13] Y. Huang, A. Whittaker, M. Constantinou and S. Malhushte. Seismic demands on secondary systems in base-isolated nuclear power plants. Earthquake Engineering and Structural Dynamics 36(10): 1741–1761 (2007).

DOI: 10.1002/eqe.716

Google Scholar

[14] W.L. Qu, Q. Zhou, J.Y. Su, Y.P. Su and B. Chen. Torsional-vertical seismic response control of multi-story structure with intelligent compound base-isolation system. Earthquake Engineering and Engineering Vibration, 23(5): 187-195(2003).

Google Scholar

[15] S.S. Xiong, J.S. Tang, B. Liang and J.X. Tang. Analysis of Lateral-Tensional and Vertical Seismic Response for Base Isolated Building with 3DB Isolator. Earthquake Resistant Engineering and Retrofitting, 5: 17-22(2004) (in Chinese).

Google Scholar

[16] L.S. Wei, F.L. Zhou, M. Ren. Application of three-dimensional seismic and vibration isolator to building and site test [J]. Journal of Earthquake Engineering and Engineering Vibration, 27(3): 121-125 (2007) (in Chinese).

Google Scholar

[17] X.Y. Yan Y.S. Zhang, H.D. Wang. Shaking table test for the structure with three-dimensional base isolation and overturn resistance devices [J]. Engineering Mechanics, 27(5): 91-96(2010) (in Chinese).

Google Scholar